文档简介
6 (1) (2012) 235240 738of of on 06500, 2, 2010; 0, 2011; 8, 2011) ne of to is of on by of In of at in of a on to a 4% in in to or as by or or of on on in 960s, in 1, 2. is to 0% of is by to to by 3, 4. as as 5. to on 6 7 0of on et 8 of a in by 9 of of by et 10 a a to a 4% in in in of is of a to 11. et 12 of on of by et 13 EA to to u 14 in a on a or et 15 to in of 16. on on In to in * +90 312 2028650, +90 312 2120059 012 236 M. 6 (1) (2012) 235240 of to a An to EA 2. 3D) of , 17. A 1 of a of . to D .2 mm at on an a in 0 on a 00 on of D S 20 6.9 mm 7.3 mm on a by a 4 mm 5 mm on S a to to or 2C 00C to 8. to s of is q. (1), is of W), h is A is of of C), is C). is to of as to to on of by .( )s= (1) or q. (2) (e5, is of Re is of W/mC). ) (2)q. (3) (104) 5, r is l is of is as of of in by as 2. 1/3 ) ( / ) ( / ) (3) In Re is of in as q. (4), of kg/ of m3/ m/ . of s N/110000 1500 s kg/7200 2595 1/C) 05 05 N/240 - N/820 - of W/mC) 52 J/) 447 1465 (a) SL (b) CD (c) CS (d) 1. M. 6 (1) (2012) 235240 237 / )a (4)be q. (5), 1/ D is of d is of of or of or 22 )+(5) q. (6): 22 ) ( (6)he to on to D S on a on a on a of a as 3, a a a a on of of on a 01 FF in at a 50 N, of 0, 60, 90, 120, 150, 180, 210 40 s. by as In 9689 N 50 N on of at a 0 km/h (or s) as 4. of to be a 40 s. of q. (7) 18, on F is on of of of 2.3 is is of . . 5 (7) to in of to 2. of of in (a) SL (b) CD c) CS (d) 3. 4. 238 M. 6 (1) (2012) 235240 3. EA of on is by on 19, 20. of at is by on 5 on EA at 40 s. in of 12, 14. of to to in on is % in D On on is 9% in S it is 4% in it is to of 6 on on is on of of In of D is in of S to of be to of is of be . EA SL D (C) (C) (C) (C) 30 124 56 0 189 19 0 238 54 20 276 91 50 318 21 80 358 45 10 378 55 40 395 71 S (C) (C) (C) (C) 30 128 25 0 184 68 0 213 01 20 240 27 50 273 53 80 289 69 10 314 85 40 325 86 a) SL (b) CD (c) CS (d) 5. on of (a) SL (b) CD (c) CS (d) 6. of of M. 6 (1) (2012) 235240 239 is by on is In on 7 D, CS to 6. of L on D in S on of a on of L D On be S 4. In EA on on to a 4% by in by by of CS in to is 1% 9% in an in to In to to on of by to my r. I to of my
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 隔离点污水处理工作制度
- 集团公司妇委会工作制度
- 青岛电子厂工作制度规定
- 项目专项工作组工作制度
- 领事馆工资工作制度规定
- 颈椎病预防科工作制度及流程
- 2026重庆人工智能学院非事业编人员招聘3人(第二批)建设笔试模拟试题及答案解析
- 2026四川绵阳万江眼科医院招聘建设笔试参考题库及答案解析
- 未来五年拉杆夹行业市场营销创新战略制定与实施分析研究报告
- 2026年陕投集团校园招聘岗位表(陕西能源赵石畔矿业运营有限责任公司)建设笔试备考试题及答案解析
- 2024北京丰台区高一(下)期中数学(A卷)及答案
- 瓦克夏燃气发动机基础知识
- 2025年保安证考试答题技巧与试题答案
- 酒店自助早餐接待流程
- 湖南省2025届高三九校联盟第二次联考生物试卷(含答案解析)
- 2024年辽宁省中学生生物学竞赛(初赛) 真题(学生版+解析版)
- ISO14001-2015环境管理体系风险和机遇识别评价分析及应对措施表(包含气候变化)
- 语言运用与综合性学习-2025年中考语文专项复习(湖北专用)(原题版)
- 人工挖孔桩专项施工方案(水磨钻施工)
- DBJ15-22-2021-T 锤击式预应力混凝土管桩工程技术规程(广东省)
- 混凝土中氯离子含量检测技术规程
评论
0/150
提交评论